Emmett A. Sumner

Works (7)

Updated: July 5th, 2023 15:57
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2013 journal article

Parametric study using finite element simulation for low cycle fatigue behavior of end plate moment connection

Steel and Composite Structures, 14(1), 57–71.

By: C. Lim, W. Choi & E. Sumner

Source: NC State University Libraries
Added: August 6, 2018

2012 journal article

Low cycle fatigue life prediction using a four-bolt extended unstiffened end plate moment connection

Engineering Structures, 41, 373–384.

By: C. Lim, W. Choi & E. Sumner

Source: NC State University Libraries
Added: August 6, 2018

2011 journal article

Case Study on the Restoration of Flexural Capacity of Continuous One-Way RC Slabs with Cutouts

JOURNAL OF COMPOSITES FOR CONSTRUCTION, 15(6), 992–998.

By: H. Seliem n, R. Seracino n, E. Sumner n & S. Smith  n

co-author countries: Egypt 🇪🇬 United States of America 🇺🇸
author keywords: Field testing; Strengthening; Flexure; Slabs; Openings
Source: Web Of Science
Added: August 6, 2018

2007 journal article

Fatigue and overloading Behavior of steel-concrete composite flexural members strengthened with high modulus CFRP materials

Journal of Composites for Construction, 11(6), 659–669.

By: M. Dawood n, S. Rizkalla n & E. Sumner n

co-author countries: United States of America 🇺🇸
Source: NC State University Libraries
Added: August 6, 2018

2007 journal article

Proposed design guidelines for strengthening of steel bridges with FRP materials

CONSTRUCTION AND BUILDING MATERIALS, 21(5), 1001–1010.

By: D. Schnerch*, M. Dawood n, S. Rizkalla n & E. Sumner n

co-author countries: United States of America 🇺🇸
author keywords: high modulus carbon fiber reinforced polymers; steel structures; design guidelines
Source: Web Of Science
Added: August 6, 2018

2006 article

Bond behavior of CFRP strengthened steel structures

Schnerch, D., Dawood, M., Rizkalla, S., Sumner, E., & Stanford, K. (2006, December). ADVANCES IN STRUCTURAL ENGINEERING, Vol. 9, pp. 805–817.

By: D. Schnerch *, M. Dawood n, S. Rizkalla n, E. Sumner n & K. Stanford*

co-author countries: United States of America 🇺🇸
author keywords: high modulus CFRP; steel bridge; strengthening; rehabilitation; bond stresses
Source: Web Of Science
Added: August 6, 2018

2004 article

Strengthening steel structures and bridges with high-modulus carbon fiber-reinforced polymers - Resin selection and scaled monopole behavior

DESIGN OF STRUCTURES 2004, pp. 237–245.

By: D. Schnerch n, K. Stanford n, E. Sumner n & S. Rizkalla n

co-author countries: United States of America 🇺🇸
Source: Web Of Science
Added: August 6, 2018